BS EN 10225:2009
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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Weldable structural steels for fixed offshore structures. Technical delivery conditions
Hardcopy , PDF
English
31-07-2009
23-05-2019
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Information to be supplied by the purchaser
4.1 General
4.2 Options
5 Dimensions, mass and tolerances
5.1 Dimensions and tolerances
5.2 Mass of steel
6 Classification and designation
6.1 Classification
6.2 Designation
7 Manufacturing process
7.1 Steel manufacturing process
7.2 Thickness limits and segregation control
7.3 Delivery condition
8 Requirements
8.1 General
8.2 Chemical composition
8.3 Mechanical properties
8.4 Technological properties
8.5 Surface condition and internal defects
9 Inspection and testing
9.1 General
9.2 Ex-mill supply
9.3 Merchant supply
9.4 Identification of cast
9.5 Delivery
10 Sampling
10.1 General
10.2 Frequency of testing
10.3 Preparation of samples and test pieces
10.4 Verification of chemical composition
11 Test methods
11.1 Chemical analysis
11.2 Mechanical tests
11.3 Non-destructive tests
11.4 Re-tests and re-submission for testing
12 Marking, bundling and protective coating
12.1 Die stamp and paint marking
12.2 Bundling
12.3 Colour coding
12.4 Protective coating
13 Options
Annex A (normative) - Location of test samples for tensile
and impact tests
Annex B (normative) - Location of tensile test piece when
two rolled surfaces cannot be retained
Annex C (normative when option 2 is specified by the purchaser) -
Details of manufacturing procedures to be supplied by the
manufacturer for steels of groups 2 and 3
Annex D (normative when option 16 is specified by the purchaser) -
Cold forming characteristics for steel plate of groups
2 and 3
Annex E (normative when option 18 is specified by the purchaser) -
Weldability testing for steels of groups 2 and 3 and
mechanical testing of butt welds
Annex F (normative when option 18 is specified by the purchaser) -
Weldability testing for steels of groups 2 and 3 -
Bead-on-plate
Annex G (normative when option 18 is specified by the purchaser) -
Weldability testing for steels of groups 2 and 3 -
Controlled thermal severity tests (CTS)
Bibliography
Describes requirements for weldable structural steels to be used in the fabrication of fixed offshore structures in the form of plates up to and including 150 mm thick.
| Committee |
ISE/103
|
| DevelopmentNote |
Supersedes BS 7191(1989) and 94/713364 DC. (09/2001) Supersedes 08/30190326 DC. (07/2009)
|
| DocumentType |
Standard
|
| Pages |
80
|
| PublisherName |
British Standards Institution
|
| Status |
Superseded
|
| SupersededBy | |
| Supersedes |
This European Standard specifies requirements for weldable structural steels to be used in the fabrication of fixed offshore structures in the form of plates up to and including 150 mm thick. It also specifies sections up to 63 mm thick except for sections delivered in the as-rolled condition which are permitted up to 25 mm thick only. Seamless hollow sections up to and including 40 mm thick and high frequency electric resistance welded hollow sections up to and including 20 mm thick are specified. Greater thicknesses for sections and hollow sections may be agreed, provided the technical requirements of this European Standard are maintained. For plates the thickness limitations are: S355G2+N, S355G5+M, - up to and including 20 mm S355G3+N, S355G6+M - up to and including 40 mm S355G7+N, S355G8+N, S355G9+N, S355G10+N - up to and including 150 mm S355G7+M, S355G8+M, S355G9+M, S355G10+M - up to and including 100 mm S420G1+Q, S420G1+M, S420G2+Q, S420G2+M - up to and including 100 mm S460G1+Q, S460G1+M, S460G2+Q, S460G2+M - up to and including 100 mm The standard is applicable to steels for offshore structures, designed to operate in the offshore sector but not to steels supplied for the fabrication of subsea pipelines, risers, process equipment, process piping, and other utilities. It is primarily applicable to the North Sea Sector, but may also be applicable in other areas provided that due consideration is given to local conditions e.g. temperature. In the case of hollow sections formed from plate with the seam fusion welded, this European standard covers only the requirements of the plate material. Minimum yield strengths up to 460 MPa are specified together with low temperature impact properties at temperatures down to –40 °C. This European standard applies to material supplied ex-mill or from merchant\'s stock.
| Standards | Relationship |
| NF EN 10225 : 2009 | Identical |
| NBN EN 10225 : 2009 | Identical |
| NEN EN 10225 : 2009 | Identical |
| NS EN 10225 : 2009 | Identical |
| I.S. EN 10225:2009 | Identical |
| EN 10225:2009 | Identical |
| DIN EN 10225:2009-10 | Identical |
| UNE-EN 10225:2010 | Identical |
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